Title: Concrete Q&A: Lateral Pressure of Concrete in Formwork
Publication: Concrete International
Appears on pages(s): 60
Q. I have been designing formwork for over 40 years
and have several questions/comments regarding
Eq. 22.214.171.124a(c) in ACI 347R-14.1 Why was this
equation introduced and how was it developed? What is the
significance of the 14 ft wall height in Table 126.96.36.199a(a)?